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EXECUTIVE CTR DR. over CAMPBELL CREEK

Map 

Coordinates:
+35.19887, -80.74114
35°11'56" N, 80°44'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EXECUTIVE CTR DR. over CAMPBELL CREEK
Structure number:000000001190438
Location:0.4 MI.E.JCT.NC24
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:36.1 ft. [11.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 1991]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201499.5Not deficient---5000
April 201299.5Not deficient---5000
April 201099.5Not deficient---5000
April 200899.5Not deficient---5000
March 200699.5Not deficient---5000
April 200499.5Not deficient---5000
August 200299.5Not deficient---5000
August 200099.5Not deficient---5000
March 199899.5Not deficient---5000
June 199099.6Not deficient---5000